mr 608 · mr 608 mast - reactions 8 ft 98 ft 98 ft h (ft) 98 ft ym ˆ jm h˚ = h h˙ = h ˆ ˇ. ft...
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MR 608
8 ft x 8 ft
26.2 ft
17.6 USt
115 ft
32.8 ft
7.2 ft
1
3230.4 ft
34 ft
34 ft
200.4 ft
49.9 ft9.9 USt
197 ft
634 ft
34 ft
5.6 ft14.3 USt
26.5 USt
164 ft
1
46
3
26.2 USt35.3 USt98 ft
12
6
19.3 USt35.3 USt
131 ft
1
36
2
2
534 ft
4
8 ft x 8 ft 8 ft x 8 ft
26.2 ft32.8 ft
ASCE 7-10
Top Tracing II
Fleet kVA
-+
Power Control
Values have been rounded.
Y 800B
F1
H (ft)
131 ft164 ft197 ft
190.6190.6190.6
999
16.4 ft111
10.9 ft11 207
H (ft)
10.9
ft16
.4 ft
1
32
45
76
910
F1
8
196.2179.8163.4147130.6114.297.881.465
26.2 ft
25.6
ft
173 USt164 USt
35.4
ft
F126.2 ft32.8 ft
32
45
76
11
98
10
12
206189.6173.2156.8140.4124107.691.2
222.4238.9
16.4
ft
74.8
13 255.3
H (ft)
1 58.4
98 ft 255.3 13
11
16.4 ft-
10.9 ft
YM 850 (26.2 ft)
H (ft)
12
131 ft 244.1 11 2164 ft197 ft
2-
244.1238.9
YM 850(26.2 ft)
F1
H (ft)
131 ft164 ft197 ft
244.1244.1249.7
111112
16.4 ft221
10.9 ft
JM 850 (32.8 ft)
JM 850(32.8 ft)
F1
210 USt251 USt
169 USt200 UStP 851A
F2
F3
F3F2
1 ft
1
32
45
76
11
98
10
12
171.6155.2138.8122.410689.673.256.8
188204.4
16.4
ft
40.4
13 220.81514 231.6
242.8H (ft)
10.9
ft
H (ft)
131 ft164 ft197 ft
237.2237.2237.2
141414
16.4 ft---
10.9 ft
340 USt491 USt225 USt392 USt
P 802A
F2
F3
1
32
45
76
11
98
10
12
F2 F3
171.6155.2138.8122.410689.673.256.8
188204.4
1 ft16
.4 ft
40.4
H (ft) H (ft)
131 ft164 ft197 ft
193.6182.4177.2
10109
16.4 ft212
10.9 ft
294 USt333 USt189 USt245 USt
98 ft
MR 608
Mast - Reactions
8 ft
98 ft 98 ft
H (f
t)
98 ft
H1 = H H3 = H - 4.6 ftYM 850 - JM 850
H1 = H H2 = H - 2.6 ft H3 = H - 3.9 ftY 800B
-
ASCE 7-10
Note: When “ASCE” is noted in this data sheet it is referring to 115 mph Wind Zone, Exposure B, Design Wind Speed = 98 mph.See back cover for design wind speed calculations.
Load curves
Anchorages
MR 608
197 ft 18 115 115 121 131 138 148 154 164 171 180 187 197 ft17.6 17.5 16.5 15.3 14.6 13.4 12.9 12 11.6 10.9 10.5 9.9 USt
164 ft 16 93 98 105 115 121 131 135 148 154 164 ft26.5 24.8 23.1 21.1 19.8 18.2 17.7 16.1 15.3 14.3 USt
17.6 16 15.3 14.3 USt
131 ft 14 74 82 89 98 105 115 121 131 ft35.3 31.6 29.2 26.1 24.5 22.3 20.9 19.3 USt
17.6 USt
98 ft 11 74 82 89 98 ft35.3 31.7 29.3 26.2 USt
17.6 USt
ASCE 7-10
-33 ft -16 ft 0 16 ft
0
16 ft
33 ft
49 ft
66 ft
82 ft
98 ft
115 ft
131 ft
148 ft
164 ft
180 ft
197 ft
33 ft 49 ft 66 ft 82 ft 98 ft 115 ft 131 ft 148 ft 164 ft 180 ft 197 ft-49 ft
32.8 ft
42.7 ft
7.2 ft
38 ft
11 ft
20 ft
29 ft
26.2 USt 19.3 USt 14.3 USt 9.9 USt
164 ft131 ft98 ft 197 ft
15°
89 ft
74 ft
18 ft
16 ft
14 ft
11 ft
86°
65°56°
60 ft
59 ft
47 12
110
Base ballast
MR 608
Luffing jib
13,228 lb (lb)(+/- 5%) 13,228 lb
(lb)
98 ft 19,246 8 105,822131 ft 23,986 9 119,050164 ft 27,051 10 132,277197 ft 30,402 10 132,277
Jib weight & counter-jib ballast
8 ft
Y 800B YM 850 JM 850H (ft) (USt) H (ft) (USt) H (ft) (USt)
98 ft 207 132.3 255.3 185.2 255.3 92.6131 ft 190.6 105.8 244.1 198.4 244.1 105.8164 ft 190.6 105.8 244.1 224.9 244.1 132.3197 ft 190.6 132.3 238.9 238.1 249.7 158.7
(in)
ASCE 7-10
Dimensions and weight
Slewing crane part: 197 ft - - 180 LVF
MR 608
Slewing crane part L (ft) W (ft) H (ft) lb(+/- 5%)
Counter-jib (+ Grab rail + Platform)H
WL22.6 20.9 7.6 11,541
Strut
H
W
L 8.8 7.6 45.8 19,974
Cab
L
H
W
Ultra View 14.8 6.5 8.4 3,605
Towerhead
L
H
W
8 ft 10.6 11.9 11 26,852
Jib sectionH
L W31.5 7.2 7.5 6,460
Jib sectionL
H
W
34.734.734.734.7
6.26.26.26.2
6666
4,2114,2993,6163,086
Jib section L
H
W34.1 6.2 6 5,291
Pulley block
L
HW 4.7 1.7 8.9 3,549
Hoisting winch (+ rope)L
H
W
180 LVF320 LVF
16.118.4
6.57.2
6.37.8
23,56728,318
Luffing winch (+ rope)L
H
W150 VVF 16 5.6 7.1 11,133
Rear left derrick arm (+ auxiliary winch + pulley block)
L
H
W
7.8 3.4 4.3 1,356
Front left derrick arm L
H
W 11.5 1.4 1.6 419
Articulated derrick arm L
H
W13.8 1 1.8 694
Derrick support
L
H
W
6.5 3.6 7.4 1,477
x 11
x 10
ASCE 7-10
MR 608
ASCE 7-10
Crane tower L (ft) W (ft) H (ft) lb(+/- 5%)
Telescopic cage
L
H
W
8 ft 15.2 19 33.6 29,200
K 850/KR 849AKRMT 849AKMT 850.10AKMT 850.9A
W
H
L 8 ft
17.217.217.517.4
8.38.48.38.3
8.28.38.28.2
12,2919,01712,01510,582
KR 849CKRMT 849C
H
WL 8 ft 11.7
11.78.48.4
8.38.3
7,0447,066
Fixing angles
L
H
W
P 802AP 851A
2.53
2.53
4.24.9
1,0251,841
Basic mast unitL
H
WY 800B 19.8 9.6 9.6 19,004
Struts LH
W Y 800B 18.1 1.6 1.5 2,447
1/2 Side member L
H
W Y 800B 18.6 4.1 2.4 3,351
Side member LH
W Y 800B 39.4 4.1 2.4 6,724
Ballast support L
H
W Y 800B 12.3 1.2 3 2,392
Chassis beam L WH
Y 800B 28.5 2.7 2.4 4,938
Central cross (transport position)H
WL
YM 850JM 850 17.1 5.6 4.9 14,771
Basic mast unitH
WL
YM 850JM 850 28.7 8.2 8.2 32,187
Chassis girderH
WL
YM 850JM 850
12.517.1
33
5.15.1
6,1737,055
Chassis tiesH
WLYM 850JM 850 23.6 0.8 1.1 551
StrutsH
WLYM 850JM 850
24.626.9
2.52.5
4.34.3
4,6305,071
Mechanisms
MR 608
IEC 60204-32
480 V (+6% -10%) 60 Hz180 LVF + 150 VVF : 293 161 kVA320 LVF + 150 VVF : 405 217 kVA
480 V - 60 Hz hp kW
180 LVF 80Optima
fpm 135 177 253 315 404 69 89 128 157 203USt 17.6 13.2 8.8 6.6 4,6 35.3 26.5 17.6 13.2 10.4
180 132 3,176 ft
320 LVF 80 Optima
fpm 246 322 449 640 669 125 161 226 318 335fpm 17.6 13.2 8.8 5.5 4.5 35.3 26.5 17.6 12.2 10.4
320 240 3,432 ft
150 VVF 71 2 min 05 s 150 110
RVF 173 Optima + rpm 0 1 3 x 10 3 x 7.5
Y 800B
YM 850JM 850
kVA
-+
ASCE 7-10
MR 608 Ref. 02D_ASCEUSt_MR608_2016_14-1
ASCE 7-10
www.manitowoccranes.com
©2016 All Rights Reserved – Manitowoc Cranes, LLC and its affiliates.
Standard equipment Jib articulation axis Slewing
Options Weathervaning position Travelling
Reactions in service Lorry 44 ft Required power
Reactions out of service Container High Cube 40 ft, and/or Flat Rack 20 ft kVA
-+Power Control Function: winch speeds adapted to the available power
Jib weight Hoisting Consult us
Total ballast weight Luffing
These mast combinations meet the EN 14439 and ASME B30.3-2012 specifications for “out of service” wind conditions, provided the illustrated wind speed matches required design wind for the location of the tower crane. The “out of service” design wind speed was determined in accordance with ASCE 7-10, Figure 26.5-A. The wind velocity, used for this configuration was 98 mph (158 kph), which represents a nominal design 3-second wind gust at 33 ft (10 m) above ground for Exposure B category A. Factor of 0.85 was applied to the 50-year ultimate design wind speed of 115 mph (185 kph), per ASCE 37-02, with the assumption that this crane is considered a temporary structure used during a construction period of 2 years or less.
! This commercial document is not legally binding. For any technical information, please refer to the corresponding instructions.
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